JP4078483B2 - Seismic reinforcement method for walls with firehead windows - Google Patents

Seismic reinforcement method for walls with firehead windows Download PDF

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Publication number
JP4078483B2
JP4078483B2 JP2002107878A JP2002107878A JP4078483B2 JP 4078483 B2 JP4078483 B2 JP 4078483B2 JP 2002107878 A JP2002107878 A JP 2002107878A JP 2002107878 A JP2002107878 A JP 2002107878A JP 4078483 B2 JP4078483 B2 JP 4078483B2
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Japan
Prior art keywords
window
firehead
frame
frame body
seismic reinforcement
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JP2002107878A
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Japanese (ja)
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JP2003301612A (en
Inventor
浩 小川
博 藤村
靖克 森
裕樹 田中
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Kajima Corp
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Kajima Corp
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Description

【0001】
【発明の属する技術分野】
本願発明は、火頭窓付き壁の耐震補強方法に関し、主に既存の寺社・仏閣建築物の耐震補強に用いられるものである。
【0002】
【従来の技術】
伝統的な木造建築物として知られる寺社建築や仏閣建築などの日本古来の建物の場合、一般に拝殿裏の北側に壁が多く配置され、南側には壁が殆ど無く、窓や出入り口が配置されている例が多い。また、窓や出入り口などの開口部は、特に開口部の上部が炎の形状に似せて火頭アーチ状に形成されている。
【0003】
【発明が解決しようとする課題】
しかし、このような建築様式の建物の場合、北側に壁が偏在しているため、建物の重心と剛芯のずれにより地震時や強風時にねじれが発生して、剛性の低い南側の軸組が大きく変形して、崩壊などの大被害を被るおそれがあった。
【0004】
そこで、壁のない南側に耐震壁を新たに配置することで、北側と南側の壁量のバランスを図って、偏芯を可能な限りなくする方法が考えられているが、単に南側の壁を増設するだけでは、開口部が塞がれて室内が暗くなるだけでなく、日本古来の伝統的な寺社や仏閣建築物としての外観を損ねる等の課題があった。
【0005】
また、この種の建物の窓や出入り口などの開口部は、上端部が火頭形状といった特殊なアーチ形状に形成されているため、矩形状をなす開口部のように開口部のコーナ部に単に火打ち材を取り付ける等の補強では対応できず、新たな耐震補強の開発が望まれていた。
【0006】
本願発明は、以上の課題を解決するためになされたもので、日本古来の伝統的な建物の外観を損ねることなく、きわめて効果的な耐震補強が可能な火頭窓付き壁の耐震補強方法を提供することを目的とする。
【0007】
【課題を解決するための手段】
請求項1記載の火頭窓付き壁の耐震補強方法は、既存木造構造物の火頭窓付き壁の耐震補強方法において、既存の火頭窓の開口枠体および当該開口枠体の周囲の壁材を撤去した後、壁を構成する軸組内にほぼアーチ状に形成された補強枠体を設置するとともに、当該補強枠体の下端部と上端部を前記軸組にそれぞれ固定し、前記補強枠体内に窓台と窓上枠材をそれぞれ取り付け、前記窓台と窓上枠材間に前記開口枠体を改めて取り付けることを特徴とするものである。この場合の補強枠体は木質材(主に集成材)またはH形鋼などの鉄骨材で形成することができる。
【0008】
請求項2記載の火頭窓付き壁の耐震補強構造は、請求項1記載の耐震補強構造において、補強枠体は、開口枠体の両側に立設された柱材とこの柱材の上端部間に設置された斜材とからほぼアーチ形状に形成されてなることを特徴とするものである。この場合、これらの部材は現地で軸組内に一つ一つ組み立ててもよいが、工場などであらかじアーチ形状に形成しておくこともできる。
【0009】
請求項3記載の火頭窓付き壁の耐震補強構造は、請求項1または2記載の耐震補強構造において、補強枠体の両側にアーム材が突設され、その先端が軸組に接合されてなることを特徴とするものである。
【0010】
【発明の実施の形態】
図1と図2は、本願発明の一例を示し、図において土台1とその上に建て付けられた柱2,2とこの柱2,2間に架けわたされた梁3とから建物の軸組4が構成され、軸組4内に火頭窓の窓枠体5が設置されている。
【0011】
また、軸組4と窓枠体5との間に耐震補強枠体6(以下「補強枠体6」という)が取り付けられ、その室内側と室外側に耐震補強板7(以下「補強板7」という)が取り付けられ、さらにその上に板張りや漆喰などの壁仕上げ材8が取り付けられている。
【0012】
窓枠体5は下枠5aと下枠5aの両端部に建て付けられた竪枠5b,5bとこの竪枠5b,5bの上端部間に設置された上枠5cとから形成され、特に下枠5aは補強枠体6の左右柱材6a,6a間に架け渡され、また左右の竪枠5b,5bは窓枠体5の内側にアーチ状にやや膨出した形状に形成され、さらに上枠5cは炎の形状に似せて火頭アーチ状に形成されている。
【0013】
補強枠体6は、土台1と左右柱2,2との仕口部イに窓枠体5の竪枠5b,5bに沿ってそれぞれ窓枠体5側にやや傾けて立設された柱材6a,6aと、この柱材6a,6aの上端部間に山形状に架けわたされた斜材6b,6bと、柱材6aと斜材6bとの仕口部ロと梁3と左右柱2,2との仕口部ハ間にそれぞれ架けわたされたアーム材6c,6cとからほぼアーチ形状(門形状)に形成されている。
【0014】
柱材6aと斜材6bとアーム材6cとの仕口部ロは、その室内側と室外側の両側または片側にガセット板9を取り付けて剛接合状態に補強され、また斜材材6b,6bの上端部は梁3の中央部に固定され、かつ当該仕口部ニはその室内側と室外側の両側または片側にガセット板9を取り付けることにより剛接合状態に補強されている。なお、土台1と柱2との仕口部イと柱2と梁3との仕口部ハも、同様にガセット板9によって補強されている。
【0015】
また、窓枠体5および補強枠体6はいずれも、木材、主に集成材から形成され、またガセット板9には鋼板などが用いられている。補強板7は窓枠体5周囲の室内側と室外側の両側に取り付けられ、また補強板7には主に構造用合板が用いられている。
【0016】
なお、図において、符号10は窓枠体5を受ける窓台であり、左右柱材6a,6a間に水平に架け渡され、また符号11は窓の上枠材(まぐさ)であり、斜材6b,6b間に架け渡され、いずれもこの部分に取り付けられ補強板7を受けるべく設置されている。
【0017】
また、符号12aは土台1、左右柱2および梁3の内側にそれぞれ取り付けられた際胴縁材であり、また12bは土台1と窓台10間に所定間隔おきに立設された竪胴縁材であり、いずれも補強板7および壁仕上げ材8の受け材として取り付けられている。さらに、これらの部材はいづれも、原則として釘止めやボルト止めされ、必要に応じて補強金物が用いられている。
【0018】
このような構成において、施工方法を簡単に説明する。
▲1▼.最初に、既存の火頭窓の窓枠体5およびその周囲の壁材を全て撤去し、土台1とその上に建て付けられた柱2,2とこの柱2,2間に架けわたされた梁3のみを残す。また、建物(軸組)の傾斜ひずみ、水平等を補正する。さらに、新たにアンカーボルトや補強金物を用いて根固め補強を行う。
▲2▼.次に、予め組み立てた補強枠体6を軸組4の中に建て込む。そして、柱材6a,6aの下端部を土台1と柱2との仕口部イに、アーム材6c,6cの上端部を柱2と梁3との仕口部ロに、そして斜材6b,6bの上端部を梁3の中央部にそれそれ剛接合状態に固定する。
▲3▼.次に、補強枠体6の内側に窓台10、窓上枠材11をそれぞれ取り付け、窓台10と窓上枠材11間に窓枠体5を改めて取り付ける。
▲4▼.そして、窓枠体5周囲の室内側と室外側に補強板7を取り付け、その上に壁仕上げ8を取り付けて耐震補強を完了する。
【0019】
【発明の効果】
本願発明は以上説明したとおりであり、特に火頭形に形成された開口枠体の周囲に、ほぼアーチ形状に形成された補強枠体が取り付けられ、かつその下端部と上端部が軸組にそれぞれ固定されてなるので、開口枠体周囲の軸組はほぼ完全な剛体をなし、これにより火頭形開口部付き壁の耐震補強を、日本古来の伝統的な建物の外観を損ねることなく、確実に行うことができる。
【0020】
また、補強枠体の両側にアーム材が突設され、かつその先端部が軸組に固定されてなるので、耐震補強はさらに高められる。
【図面の簡単な説明】
【図1】寺社建築物の正面図である。
【図2】(a)は火頭形窓の正面図、(b)はその軸組図である。
【符号の説明】
1 土台
2 柱
3 梁
4 軸組
5 火頭窓の窓枠体
6 補強枠体(耐震補強枠体)
7 補強板(耐震補強板)
8 壁仕上げ
9 ガセット板
10 窓台
11 上枠材(まぐさ)
12a 際胴縁材
12b 竪胴縁材
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a method for seismic reinforcement of walls with firehead windows, and is mainly used for seismic reinforcement of existing temples and shrines.
[0002]
[Prior art]
In the case of ancient Japanese buildings such as temples and shrines, which are known as traditional wooden buildings, there are generally many walls on the north side behind the worship hall, almost no walls on the south side, windows and doorways. There are many examples. In addition, openings such as windows and doorways are formed in the shape of a firehead arch, particularly at the top of the opening, resembling the shape of a flame.
[0003]
[Problems to be solved by the invention]
However, in the case of a building with such an architectural style, because the wall is unevenly distributed on the north side, twisting occurs during earthquakes and strong winds due to the deviation of the center of gravity and rigid core of the building, and the south side frame with low rigidity There was a risk of significant deformation such as collapse due to significant deformation.
[0004]
Therefore, a method has been devised in which a seismic wall is newly placed on the south side without a wall to balance the north and south walls so as to eliminate eccentricity as much as possible. The expansion of the door not only blocked the opening and darkened the room, but also damaged the appearance of traditional Japanese temples and Buddhist temples.
[0005]
In addition, the openings such as windows and doorways of this type of building are formed in a special arch shape such as a firehead shape at the upper end, so that the corners of the opening are simply placed like a rectangular opening. Reinforcement, such as attaching fire-fired materials, could not cope, and development of new seismic reinforcement was desired.
[0006]
The invention of the present application was made to solve the above-mentioned problems. An earthquake-proof reinforcement method for a wall with a firehead window capable of extremely effective earthquake-proof reinforcement without impairing the appearance of a traditional Japanese ancient building. The purpose is to provide.
[0007]
[Means for Solving the Problems]
The method for seismic reinforcement of a wall with a firehead window according to claim 1 is the method of seismic reinforcement of a wall with a firehead window of an existing wooden structure, wherein the opening frame body of the existing firehead window and the surrounding wall of the opening frame body After removing the material, a reinforcing frame formed in an almost arch shape is installed in the shaft constituting the wall, and the lower end and the upper end of the reinforcing frame are fixed to the shaft respectively, and the reinforcement A window base and an upper window frame material are respectively attached to the inside of the frame body, and the opening frame body is newly attached between the window base and the upper window frame material. The reinforcing frame in this case can be formed of a wooden material (mainly laminated material) or a steel frame material such as H-shaped steel.
[0008]
The seismic strengthening structure for a wall with a firehead window according to claim 2 is the seismic strengthening structure according to claim 1, wherein the reinforcing frame includes a column member erected on both sides of the opening frame and an upper end portion of the column member. It is characterized in that it is formed in an approximately arch shape from a diagonal member installed between them. In this case, these members may be assembled one by one in the shaft assembly at the site, but can also be formed in a arch shape in advance at a factory or the like.
[0009]
The seismic reinforcement structure for a wall with a firehead window according to claim 3 is the seismic reinforcement structure according to claim 1 or 2, wherein arm members protrude from both sides of the reinforcement frame, and the tips thereof are joined to the shaft assembly. It is characterized by.
[0010]
DETAILED DESCRIPTION OF THE INVENTION
FIG. 1 and FIG. 2 show an example of the present invention. In the figure, a building frame is composed of a base 1, columns 2 and 2 built on the base 1, and a beam 3 bridged between the columns 2 and 2. 4, and a window frame body 5 of a firehead window is installed in the shaft assembly 4.
[0011]
Further, an earthquake-resistant reinforcing frame 6 (hereinafter referred to as “reinforcing frame 6”) is attached between the shaft assembly 4 and the window frame 5, and an earthquake-resistant reinforcing plate 7 (hereinafter referred to as “reinforcing plate 7”) is provided on the indoor side and the outdoor side. ”) And a wall finishing material 8 such as planking or plaster is attached thereon.
[0012]
The window frame 5 is formed of a lower frame 5a, eaves frames 5b and 5b built on both ends of the lower frame 5a, and an upper frame 5c installed between upper ends of the eaves frames 5b and 5b. The frame 5a is spanned between the left and right column members 6a, 6a of the reinforcing frame body 6, and the left and right collar frames 5b, 5b are formed in a shape that slightly bulges inside the window frame body 5 The frame 5c is shaped like a firehead arch to resemble the shape of a flame.
[0013]
The reinforcing frame 6 is a column material that is erected on the joint portion a between the base 1 and the left and right columns 2 and 2 along the flange frames 5b and 5b of the window frame 5 and slightly inclined toward the window frame 5 side. 6a, 6a, diagonal members 6b, 6b bridged in a mountain shape between the upper ends of the column members 6a, 6a, joints B of the column members 6a and diagonal members 6b, beams 3, and left and right columns 2 , 2 are formed in an approximately arch shape (gate shape) from the arm members 6c, 6c respectively spanned between the joint portions c.
[0014]
The joint portions B of the column member 6a, the diagonal member 6b, and the arm member 6c are reinforced in a rigid connection state by attaching gusset plates 9 to both the indoor side and the outdoor side or both sides, and the diagonal members 6b, 6b. The upper end portion of the beam 3 is fixed to the central portion of the beam 3 and the joint portion D is reinforced in a rigid joint state by attaching gusset plates 9 to both the indoor side and the outdoor side or one side. In addition, the joint part i of the base 1 and the column 2 and the joint part C of the column 2 and the beam 3 are similarly reinforced by the gusset plate 9.
[0015]
Each of the window frame 5 and the reinforcing frame 6 is made of wood, mainly laminated material, and the gusset plate 9 is made of a steel plate or the like. The reinforcing plate 7 is attached to both the indoor side and the outdoor side around the window frame 5, and a structural plywood is mainly used for the reinforcing plate 7.
[0016]
In the figure, reference numeral 10 denotes a window base that receives the window frame body 5 and is horizontally spanned between the left and right column members 6a and 6a, and reference numeral 11 denotes an upper frame member (lintel) of the window. It spans between the materials 6b, 6b, both are attached to this portion and installed to receive the reinforcing plate 7.
[0017]
Further, reference numeral 12a denotes a case edge member attached to the inside of the base 1, the left and right pillars 2 and the beam 3, and 12b denotes a saddle case edge erected between the base 1 and the window base 10 at predetermined intervals. These are materials and are attached as receiving materials for the reinforcing plate 7 and the wall finishing material 8. Furthermore, all of these members are generally nailed or bolted, and reinforcement hardware is used as necessary.
[0018]
In such a configuration, the construction method will be briefly described.
(1). First, the window frame 5 of the existing firehead window and the surrounding wall material were all removed, and the base 1 and the pillars 2 and 2 built on the base 1 and the pillars 2 and 2 were laid. Leave only beam 3. In addition, it corrects the tilt distortion, level, etc. of the building (shaft). In addition, anchoring and reinforcement will be newly performed using anchor bolts and reinforcing hardware.
(2). Next, the pre-assembled reinforcement frame 6 is built into the shaft assembly 4. The lower ends of the column members 6a and 6a are connected to the joint portion A of the base 1 and the column 2, the upper ends of the arm members 6c and 6c are connected to the joint portion B of the column 2 and the beam 3, and the diagonal member 6b. , 6b is fixed to the center of the beam 3 in a rigidly connected state.
(3). Next, the window base 10 and the window upper frame material 11 are respectively attached to the inside of the reinforcing frame body 6, and the window frame body 5 is newly attached between the window base 10 and the window upper frame material 11.
(4). Then, the reinforcing plates 7 are attached to the indoor side and the outdoor side around the window frame body 5, and the wall finish 8 is attached thereon to complete the seismic reinforcement.
[0019]
【The invention's effect】
The invention of the present application is as described above, and in particular, a reinforcing frame formed in an almost arch shape is attached around an opening frame formed in a firehead shape, and a lower end portion and an upper end portion thereof are attached to a shaft assembly. Since each frame is fixed, the frame around the opening frame is almost completely rigid, so that the walls with firehead-shaped openings can be seismically strengthened without damaging the appearance of traditional Japanese buildings. It can be done reliably.
[0020]
In addition, since the arm material protrudes on both sides of the reinforcing frame body and the tip portion is fixed to the shaft assembly, the seismic reinforcement is further enhanced.
[Brief description of the drawings]
FIG. 1 is a front view of a temple building.
FIG. 2A is a front view of a firehead-shaped window, and FIG.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Base 2 Pillar 3 Beam 4 Frame 5 Window frame body of a crater window 6 Reinforcement frame (seismic reinforcement frame)
7 Reinforcement plate (seismic reinforcement plate)
8 Wall finish 9 Gusset board 10 Window stand 11 Upper frame material
12a Border material
12b Body material

Claims (3)

既存木造構造物の火頭窓付き壁の耐震補強方法において、既存の火頭窓の開口枠体および当該開口枠体の周囲の壁材を撤去した後、壁を構成する軸組内にほぼアーチ状に形成された補強枠体を設置するとともに、当該補強枠体の下端部と上端部を前記軸組にそれぞれ固定し、前記補強枠体内に窓台と窓上枠材をそれぞれ取り付け、前記窓台と窓上枠材間に前記開口枠体を改めて取り付けることを特徴とする火頭窓付き壁の耐震補強方法。 In the seismic reinforcement method for walls with firehead windows of existing wooden structures, after removing the opening frame body of the existing firehead window and the wall material around the opening frame body, there is almost an arch in the frame constituting the wall. A reinforcing frame body formed in a shape, fixing a lower end portion and an upper end portion of the reinforcing frame body to the shaft assembly, and attaching a window base and an upper window frame material to the reinforcing frame body, A method for seismic reinforcement of a wall with a crater window, wherein the opening frame is newly attached between a base and a window frame material . 補強枠体は、開口枠体の両側に立設された柱材とこの柱材の上端部間に設置された斜材とからほぼアーチ形状に形成されてなることを特徴とする請求項1記載の火頭窓付き壁の耐震補強方法2. The reinforcing frame body is formed in a substantially arch shape from a pillar material provided upright on both sides of the opening frame body and an oblique material installed between upper ends of the pillar material. Seismic reinforcement method for walls with firehead windows. 補強枠体の両側にアーム材が突設され、かつその先端部が軸組に固定されてなることを特徴とする請求項1または2記載の火頭窓付き壁の耐震補強方法3. The method for seismic reinforcement of a wall with a firehead window according to claim 1 or 2, wherein an arm material projects from both sides of the reinforcing frame and its tip is fixed to a shaft set.
JP2002107878A 2002-04-10 2002-04-10 Seismic reinforcement method for walls with firehead windows Expired - Fee Related JP4078483B2 (en)

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JP4078483B2 true JP4078483B2 (en) 2008-04-23

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